Plan Review Details - Permit 15010651
Plan Review Stops For Permit 15010651
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2015-04-09 Cont ID  
Sent By shill Date 2015-04-09 Time 14:07 Rev Time 0.00
Received By shill Date 2015-04-09 Time 14:07 Sent To  
Notes
2015-04-09 14:08:06NEW ADDRESS ASSIGNED - CHANGED FROM 650 OKEECHOBEE TO
 1099 FLORIDA AVE
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2015-06-15 Cont ID  
Sent By shill Date 2015-06-15 Time 11:58 Rev Time 0.00
Received By shill Date 2015-06-15 Time 11:58 Sent To  
Notes
2015-06-15 12:09:13****PROVISO****
 ****ISSUED AT CONTRACTOR'S RISK****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
 EOR: THOMAS ROGERS, PE (ONM&J)
 ARCHITECT: WILLIAM A. HANSER (LEO A DALY)
  
 1. 105.13 PHASED PERMIT APPROVAL. AFTER SUBMITTAL OF
 THE APPROPRIATE CONSTRUCTION DOCUMENTS, THE BUILDING
 OFFICIAL IS AUTHORIZED TO ISSUE A PERMIT FOR THE
 CONSTRUCTION OF FOUNDATIONS OR ANY OTHER PART OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER?S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A PERMIT FOR THE ENTIRE
 STRUCTURE WILL BE GRANTED. CORRECTIONS MAY BE REQUIRED
 TO MEET THE REQUIREMENTS OF THE TECHNICAL CODES. THIS
 PROVISION IS ONLY FOR THE FLORIDA BUILDING CODE, ALL
 OTHER AGENCY APPROVALS NECESSARY FOR CONSTRUCTION MUST
 BE SECURED PRIOR TO THIS PROVISION BEING APPLIED.
  
 2. CONSTRUCTION HOURS ARE 7AM - 7PM MONDAY THROUGH
 FRIDAY; 8AM - 8PM WEEKENDS, CITY OF WEST PALM BEACH
 MUNICIPAL CODE SECTION 34-72. A WRITTEN EXCEPTION MAY
 BE GRANTED BY THE BUILDING OFFICIAL; PLEASE SUBMIT ANY
 SUCH REQUESTS (IF NEEDED) TIMELY TO [email protected], CC
 [email protected] AND [email protected].
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2015-06-13 Cont ID  
Sent By shill Date 2015-06-13 Time 15:53 Rev Time 0.00
Received By shill Date 2015-06-13 Time 15:53 Sent To  
Notes
2015-06-13 15:53:37****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
 EOR: THOMAS ROGERS, PE (ONM&J)
 ARCHITECT: WILLIAM A. HANSER (LEO A DALY)
  
 PLEASE CONTACT ME AS SOON AS POSSIBLE IF YOU WISH TO
 HAVE THIS REVIEW PASSED WITH PROVISO, OR IF REVISED
 SHEETS A000 AND S9.1 ARE AVAILABLE FOR IMMEDIATE
 SUBMISSION.
  
 1. THRESHOLD INSPECTION PLAN IS PENDING DECISION FROM
 BUILDING OFFICIAL AND CHIEF BUILDING INSPECTOR; PLAN
 HAS A DATE OF JUNE 22.
  
 2. INFORMATIONAL ONLY - AS THIS IS A THRESHOLD JOB,
 THREE SETS OF ALL DOCUMENTS REQUIRED.
  
 3-7. OK
  
 8A. FBC 705.8, PREVIOUS COMMENT WAS PARTIALLY
 ADDRESSED. THE DIMENSION FROM THE PROPOSED GARAGE TO
 ASSUMED PROPERTY LINE HAS BEEN PROVIDED ON THE PLAN AS
 30FT. SEE FBC 705.3:
  
 WHERE A NEW BUILDING IS TO BE ERECTED ON THE SAME LOT
 AS AN EXISTING BUILDING, THE LOCATION OF THE ASSUMED
 IMAGINARY LINE WITH RELATION TO THE EXISTING BUILDING
 SHALL BE SUCH THAT THE EXTERIOR WALL AND THE OPENING
 PROTECTION OF THE EXISTING BUILDING MEET THE CRITERIA
 AS SET FOR THE IN SECTIONS 705.5 AND 705.8.
  
 REVISE THE PLAN TO SHOW COMPLIANCE FOR THE EXISTING
 BUILDING (APPEARS TO BE 12 FT FROM THE ASSUMED PROPERTY
 LINE). THIS APPLIES ONLY TO THE PORTIONS OF THE
 BUILDINGS WHICH DIRECTLY FACE THE OTHER BUILDING.
  
 IF ASSUMED PROPERTY LINE IS RELOCATED, SHOW COMPLIANCE
 FOR EACH BUILDING AS APPLICABLE (FBC 705.5 AND 705.8).
  
 3RD REVIEW, ARCHITECT HAS A RESPONSE WHICH REFERS TO A
 NEW ASSUMED PROPERTY LINE AND REVISED INFORMATION, BUT
 THE SAME SHEET (AS000 DATED 5/18/2015 REVISION 3) WAS
 SUBMITTED. IT APPEARS THAT THE ARCHITECT ADDRESSED THE
 COMMENT AND REVISED THE SHEET BUT THE SHEET WAS NOT
 SUBMITTED.
  
 IN THE EVENT THAT IS NOT THE CASE AND THE PREVIOUS
 COMMENT WAS NOT CLEAR; TO CLARIFY, EACH BUILDING
 (PROPOSED GARAGE AND EXISTING CONVENTION CENTER) IS TO
 SHOW COMPLIANCE TO THE ASSUMED PROPERTY LINE BETWEEN
 THE TWO BUILDINGS. LINE ON THE PLAN DATED 5/18 IS SHOWN
 30FT FROM THE PROPOSED GARAGE, BUT ARCHITECT REFERS IN
 THE RESPONSE LETTER TO AN EXCEPTION FOR PARKING GARAGES
 WHICH ALLOWS UNLIMITED OPENINGS IF THE DISTANCE IS
 GREATER THAN 10 FT. THEREFORE IT APPEARS THAT THE LINE
 COULD BE RELOCATED TO SLIGHTLY OVER 10FT, THEN IT
 APPEARS THAT THE DISTANCE FROM THE EXISTING CONVENTION
 CENTER WOULD THEN BE OVER 30FT. PLEASE REVISE THE PLAN
 ACCORDINGLY AND INCORPORATE THE EXCEPTION INTO THE
 PLAN.
  
 9-13. OK
  
 14. PER CONVERSATION WITH ENGINEER, PLEASE REVISE S9.1
 SECTION 1, TO SHOW CONTINUOUS WATERPROOFING AT THE
 FOOTING, FBC 1805.3.3.
  
 3RD REVIEW, THE RESPONSE LETTER STATES THAT THIS WAS
 REVISED BUT THE SAME SHEET DATED 5/18/15 WAS SUBMITTED
 (THEREFORE THE DETAIL WAS NOT REVISED). IT APPEARS THAT
 THE SHEET WAS REVISED BUT NOT SUBMITTED, AS WAS
 POSSIBLY THE CASE WITH SHEET AS000.
  
 3RD REVIEW, WATERPROOFING SPEC SHEETS WERE SUBMITTED
 BUT LACK THE SHOP DRAWING REVIEW STAMP OR COVER LETTER.
 THIS SUBMITTAL IS ACCEPTED BUT IN THE FUTURE PLEASE
 HAVE ALL SUBMITTALS INCLUDE A SHOP DRAWING REVIEW STAMP
 OR LETTER. PLEASE NOTE THAT THE RESPONSE LETTERS ARE
 NOT TYPICALLY INCORPORATED INTO THE PERMIT RECORD.
  
 15. OK
  
 16. ADVISORY ONLY - CONSTRUCTION HOURS ARE 7AM - 7PM
 MONDAY THROUGH FRIDAY; 8AM - 8PM WEEKENDS, CITY OF WEST
 PALM BEACH MUNICIPAL CODE SECTION 34-72. A WRITTEN
 EXCEPTION MAY BE GRANTED BY THE BUILDING OFFICIAL;
 PLEASE SUBMIT ANY SUCH REQUESTS (IF NEEDED) TIMELY TO
 [email protected], CC [email protected] AND [email protected].
  
 18. SEE PREVIOUS LIST: PER CONTRACTOR, NO ELECTRICAL
 WORK IS A PART OF THIS PHASE. BE ADVISED THAT, PRIOR TO
 FIRST POUR, THE BUILDING INSPECTOR WILL REQUIRE
 INFORMATION FROM THE ELECTRICAL ENGINEER OR ARCHITECT
 WHICH VERIFIES THAT BUILDING GROUNDING IS NOT A PART OF
 THIS PHASE. IN ORDER TO AVOID FIELD DELAYS, DESIGNER IS
 ENCOURAGED TO SUBMIT THIS INFORMATION AT THIS TIME.
  
 VERIFICATION THAT LIGHTNING PROTECTION IS NOT A PART OF
 THE FOUNDATION PERMIT WILL ALSO BE REQUIRED TO BE
 SUBMITTED TO THE BUILDING INSPECTOR PRIOR TO FIRST
 POUR.
  
 3RD REVIEW, PER ARCHITECT, SHEETS F EE201 AND F EE 202
 WERE TO BE SUBMITTED TO ADDRESS THIS COMMENT. THEY WERE
 NOT INCLUDED IN THIS SUBMISSION. IT IS AT CONTRACTOR'S
 RISK THAT AN ELECTRICAL PERMIT IS NOT ISSUED WITH THE
 BUILDING PERMIT. BASED ON THE ELECTRICAL REVIEWER'S
 PRELIMINARY CURSORY REVIEW OF THE ELECTRICAL AND
 LIGHTNING PROTECTION PLANS PROVIDED WITH THE BUILDING
 PERMIT 15060144, IT APPEARED THAT SOME ELECTRICAL OR
 LIGHTNING PROTECTION WORK MAY BE REQUIRED IN THIS
 PHASE.
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-06-02 Cont ID  
Sent By shill Date 2015-06-02 Time 11:27 Rev Time 0.00
Received By shill Date 2015-05-28 Time 11:38 Sent To  
Notes
2015-06-02 11:27:17****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
 EOR: THOMAS ROGERS, PE (ONM&J)
 ARCHITECT: WILLIAM A. HANSER (LEO A DALY)
  
 1. THRESHOLD INSPECTION PLAN IS ACCEPTABLE WITH THE
 FOLLOWING EXCEPTION.
 ALTHOUGH LIKELY NOT APPLICABLE TO THIS PROJECT, PLEASE
 SEE PAGE 10 ITEMS B AND C, AND FBC 1609.1.2(2); ALL
 OPENINGS ARE TO MEET THE REQUIREMENTS FOR MISSILE
 IMPACT RESISTANCE (REVISE LANGUAGE TO REMOVE REFERENCE
 TO THE 60 FEET LIMITATION).
  
 2. INFORMATIONAL ONLY - AS THIS IS A THRESHOLD JOB,
 THREE SETS OF ALL DOCUMENTS REQUIRED.
  
 3-7. OK
  
 8A. FBC 705.8, PREVIOUS COMMENT WAS PARTIALLY
 ADDRESSED. THE DIMENSION FROM THE PROPOSED GARAGE TO
 ASSUMED PROPERTY LINE HAS BEEN PROVIDED ON THE PLAN AS
 30FT. SEE FBC 705.3:
  
 WHERE A NEW BUILDING IS TO BE ERECTED ON THE SAME LOT
 AS AN EXISTING BUILDING, THE LOCATION OF THE ASSUMED
 IMAGINARY LINE WITH RELATION TO THE EXISTING BUILDING
 SHALL BE SUCH THAT THE EXTERIOR WALL AND THE OPENING
 PROTECTION OF THE EXISTING BUILDING MEET THE CRITERIA
 AS SET FOR THE IN SECTIONS 705.5 AND 705.8.
  
 REVISE THE PLAN TO SHOW COMPLIANCE FOR THE EXISTING
 BUILDING (APPEARS TO BE 12 FT FROM THE ASSUMED PROPERTY
 LINE). THIS APPLIES ONLY TO THE PORTIONS OF THE
 BUILDINGS WHICH DIRECTLY FACE THE OTHER BUILDING.
  
 IF ASSUMED PROPERTY LINE IS RELOCATED, SHOW COMPLIANCE
 FOR EACH BUILDING AS APPLICABLE (FBC 705.5 AND 705.8).
  
 9-11. OK
  
 12. DELEGATED ENGINEERING (HAYWARD BAKER) TO BE
 REVIEWED BY ENGINEER OF RECORD, FBC 107.
  
 THIS MAY BE DONE BY INCORPORATING A REFERENCE INTO THE
 PLAN (AS WAS DONE WITH THE SOILS REPORT), A SHOP
 DRAWING REVIEW STAMP, OR A LETTER. OTHER METHODS WOULD
 BE CONSIDERED.
  
 HB2 AND HB3 ARE NOT SIGNED AND SEALED; PLEASE SEE FBC
 471, FAC61G15-23.002 (DOC UMENTS PREPARED BY AN
 ENGINEER AND SUBMITTED FOR PUBLIC RECORD ARE TO BE
 SIGNED, SEALED, DATED ORIGINALS). PLEASE FEEL FREE TO
 CONTACT ME TO DISCUSS IF ENGINEER OBJECTS TO SIGNING
 AND SEALING THESE SHEETS.
  
 13. OK
  
 14. PER CONVERSATION WITH ENGINEER, PLEASE REVISE S9.1
 SECTION 1, TO SHOW CONTINUOUS WATERPROOFING AT THE
 FOOTING, FBC 1805.3.3.
  
 WATERPROOFING DETAILS (PER ENGINEERING DETAILS ARE TO
 BE FOUND ON ARCHITECTURAL SHEETS) WERE NOT SUBMITTED.
 PLEASE PROVIDE WATERPROOFING DETAILS FOR THIS PHASE.
  
 PLEASE BE ADVISED THAT, IF SPEC SHEETS FOR THE
 WATERPROOFING PRODUCTS ARE NOT PROVIDED PRIOR TO PERMIT
 ISSUANCE, THEY WILL BE REQUIRED TO BE SUBMITTED PRIOR
 TO INSTALLATION. CONTRACTOR OR DESIGNER IS ENCOURAGED
 TO SUBMIT AT THIS TIME TO AVOID FIELD DELAYS.
  
 ALL SUBMITTALS ARE TO BE REVIEWED BY DESIGNER OF RECORD
 PRIOR TO SUBMITTAL TO THE BUILDING DIVISION.
  
 15. OK
  
 16. ADVISORY ONLY - CONSTRUCTION HOURS ARE 7AM - 7PM
 MONDAY THROUGH FRIDAY; 8AM - 8PM WEEKENDS, CITY OF WEST
 PALM BEACH MUNICIPAL CODE SECTION 34-72. A WRITTEN
 EXCEPTION MAY BE GRANTED BY THE BUILDING OFFICIAL;
 PLEASE SUBMIT ANY SUCH REQUESTS (IF NEEDED) TIMELY TO
 [email protected], CC [email protected] AND [email protected].
  
 17. OK
  
 NEW COMMENT:
  
 18. PER CONTRACTOR, NO ELECTRICAL WORK IS A PART OF
 THIS PHASE. BE ADVISED THAT, PRIOR TO FIRST POUR, THE
 BUILDING INSPECTOR WILL REQUIRE INFORMATION FROM THE
 ELECTRICAL ENGINEER OR ARCHITECT WHICH VERIFIES THAT
 BUILDING GROUNDING IS NOT A PART OF THIS PHASE. IN
 ORDER TO AVOID FIELD DELAYS, DESIGNER IS ENCOURAGED TO
 SUBMIT THIS INFORMATION AT THIS TIME.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-05-01 Cont ID  
Sent By shill Date 2015-05-01 Time 17:06 Rev Time 0.00
Received By shill Date 2015-04-29 Time 10:31 Sent To  
Notes
2015-05-01 17:06:17****CORRECTIONS****
 ****REVISED 5/14/15***
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
 EOR: THOMAS ROGERS, PE (ONM&J)
 ARCHITECT: WILLIAM A. HANSER (LEO A DALY)
  
 1. INFORMATIONAL ONLY - A COPY OF THE THRESHOLD
 INSPECTION PLAN PREPARED BY THOMAS J. ROGERS, PE,
 ONM&J, HAS BEEN ROUTED TO KEN CONRAD, CHIEF BUILDING
 INSPECTOR.
  
 2. INFORMATIONAL ONLY - AS THIS IS A THRESHOLD JOB,
 THREE SETS OF ALL DOCUMENTS REQUIRED.
  
 3. NA
  
 4. THRESHOLD DOCUMENTS PENDING K. CONRAD APPROVAL.
  
 PLEASE PROVIDE A RESUME FOR THE SUPERINTENDENT. **
  
 5. THE SOILS PROVIDED IS NOT AN ORIGINAL. ORIGINAL
 SIGNED, SEALED REPORTS ARE REQUIRED, FS471.
  
 THE SOILS HAS BEEN REVISED SINCE THE ENGINEER'S REVIEW
 (REFERENCE ON SHEET S7.1). PRIOR TO RESUBMITTAL, THE
 EOR IS TO REVIEW ALL SUBMITTALS INCLUDING THE
 GEOTECHNICAL REPORT, FBC 107.
  
 **
  
 6-7. OK
  
 8A. FBC 705.8, SHOW LOCATION OF ASSUMED PROPERTY LINE
 (BETWEEN THE EXISTING CONVENTION CENTER AND PROPOSED
 PARKING GARAGE); PLEASE REVISE PLAN TO SHOW DISTANCE OF
 EACH BUILDING TO THE ASSUMED PROPERTY LINE (FBC 705.3)
  
 2ND REVIEW; THIS WAS NOT PROVIDED. ARE THE TWO
 BUILDINGS TO BE CONSIDERED ONE LARGE BUILDING? IF THEY
 ARE TO BE CONSIDERED ONE BUILDING, PLEASE PROVIDE
 INFORMATION SHOWING COMPLIANCE WITH FBC TABLE 501. IF
 THEY ARE TWO BUILDINGS, ENOUGH INFORMATION FOR EACH
 BUILDING IS TO BE PROVIDED TO DEMONSTRATE COMPLIANCE
 WITH FBC 705.3.
  
 PROVIDE THE AREA OF THE PROPOSED GARAGE, FBC TABLE 501.
  
 8B, SHEET AS000 INCLUDES ?MIXED USE OCCUPANCY HOUSING
 A?; PLEASE CLARIFY. SEE FBC CHAPTER 3.
  
 8C, SHEET AS000 CITES SECTION 905.3 EXCEPTIONS 3 & 4
 FOR SPRINKLERS; THIS SECTION IS FOR STANDPIPE
 REQUIREMENTS. PLEASE REVISE OR CLARIFY.
  
 ADVISORY ONLY; SPRINKLERS MAY BE REQUIRED FOR THE ROOF
 TOP CANOPY PER DISCUSSIONS WITH FIRE DEPT. THIS IS NOT
 REQUIRED TO BE ADDRESSED AT THIS TIME.
  
 9-11. OK
  
 NEW COMMENTS:
  
 12. EMAIL FROM CONTRACTOR WHICH CLARIFIES SCOPE UNDER
 THIS PERMIT STATES THAT A TEMPORARY SHEET PILE WILL BE
 INSTALLED. THIS IS SHOWN ON THE VIBROFLOTATION SITE
 PLAN BUT IS NOT SHOWN ANYWHERE IN THE PLAN PROVIDED.
 PROVIDE ALL INFORMATION REQUIRED TO INCORPORATE THE
 TEMPORARY SHEET PILES INTO THE SCOPE OF THIS PERMIT,
 FBC 107.
  
 13. OK
  
 14. PRIOR TO RESUBMITTING, PLEASE VERIFY THAT PLANS ARE
 COMPLETE. FOR INSTANCE; SHEETS S1A AND S2A REFER TO
 DETAIL 7 ON S9.3, BUT THAT SHEET WAS NOT PROVIDED (SEE
 S2A AT GRIDLINE A13). DETAIL 8 S9.1 LACKS THE STIRRUP
 SIZE.
  
 THE TRENCH DETAIL WAS PROVIDED, S9.1 SECTION 1, BUT THE
 WATERPROOFING INFORMATION WAS NOT PROVIDED (REFERS TO
 ARCHITECTURAL SHEETS, WHICH WERE NOT PROVIDED). ALSO
 PLEASE NOTE THAT THIS DETAIL DOES NOT SHOW A WATERSTOP;
 WATERPROOFING IS NOT CONTINUOUS TO PROTECT THE FOOTING
 FBC 1805.3.3.
  
 SEE ALSO COMMENTS FROM VIBROFLOTATION PERMIT
 APPLICATION 15031039 (IT IS NOT CLEAR AT THIS POINT
 WHETHER THIS WILL BE A SEPARATE PERMIT OR INCORPORATED
 INTO THIS FOUNDATION PERMIT):
  
 15. FBC 3304.1, IT IS RECOMMENDED THAT CONTRACTOR
 ADVISE THE RESIDENTS ADJACENT TO PROPOSED CONSTRUCTION
 OF WORK PRIOR TO COMMENCEMENT. PROPERTY OWNERS IN THE
 ADJACENT TOWNHOUSES HAVE EXPRESSED CONCERN REGARDING
 THE STRUCTURAL IMPACT OF CONSTRUCTION AND CONTRACTOR
 HAS EXPLAINED HOW THIS WILL BE ADDRESSED, FBC 3307.1.
 PER CONTRACTOR, A STRUCTURAL ANALYSIS OF THE ADJACENT
 STRUCTURES WILL BE PERFORMED AND DOCUMENTED PRIOR TO
 CONSTRUCTION.
  
 IF THE ANALYSIS DISCUSSED IS NOT DONE PRIOR TO ISSUANCE
 OF THIS VIBROFLOTATION PERMIT, CONTRACTOR IS TO PROVIDE
 A LETTER STATING WHY THIS IS NOT NECESSARY AT THIS
 TIME. IT IS RECOMMENDED THAT CONTRACTOR PROVIDE
 INFORMATION REGARDING THE TIMING AND NATURE OF THIS
 PERMIT TO THE RESIDENTS PRIOR TO COMMENCEMENT.
  
 16. ADVISORY ONLY - CONSTRUCTION HOURS ARE 7AM - 7PM
 MONDAY THROUGH FRIDAY; 8AM - 8PM WEEKENDS, CITY OF WEST
 PALM BEACH MUNICIPAL CODE SECTION 34-72. A WRITTEN
 EXCEPTION MAY BE GRANTED BY THE BUILDING OFFICIAL;
 PLEASE SUBMIT ANY SUCH REQUESTS (IF NEEDED) TIMELY TO
 [email protected], CC [email protected] AND [email protected].
  
 17. FOR ALL NEW SHEETS FOR THIS PERMIT AND ALL NEW
 SHEETS SUBMITTED ON OTHER RELATED PERMITS:
  
 A. INCLUDE THE ARCHITECT BUSINESS NUMBER ON EACH SHEET,
 FS481.
 B. CHANGE ADDRESS FROM "650 OKEECHOBEE BL" TO "1099
 FLORIDA AVE."
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-02-12 Cont ID  
Sent By shill Date 2015-02-12 Time 09:28 Rev Time 0.00
Received By shill Date 2015-01-31 Time 13:07 Sent To  
Notes
2015-02-12 09:51:06****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. INFORMATIONAL ONLY - A COPY OF THE THRESHOLD
 INSPECTION PLAN PREPARED BY THOMAS J. ROGERS, PE,
 ONM&J, HAS BEEN ROUTED TO KEN CONRAD, CHIEF BUILDING
 INSPECTOR.
  
 2. INFORMATIONAL ONLY - AS THIS IS A THRESHOLD JOB,
 THREE SETS OF ALL DOCUMENTS REQUIRED.
  
 3. INFORMATIONAL ONLY - IMPORTANT NOTICE: EFFECTIVE
 MARCH 2, 2015
  
 ALL PERMIT APPLICATION PLAN REVIEWS WILL BE PERFORMED
 ELECTRONICALLY
  
 UPON APPLICATION AND FEE PAYMENT DESIGN DOCUMENTS
 SUBMISSION OPTIONS ARE AS FOLLOWS:
  
 1 UPLOAD VIA THE PROJECTDOX PORTAL WITH DIGITAL
 SIGNATURES OF DESIGN PROFESSIONALS AS APPLICABLE; USE
 THE REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 2 INCLUDE ON A CD WITH DESIGN PROFESSIONAL DIGITAL
 SIGNATURES AS APPLICABLE; USE THE REQUIRED NAMING
 CONVENTION FOR EACH DOCUMENT
 3 INCLUDE ON A CD WITH ONE SET OF TRADITIONAL PAPER
 DESIGN DOCUMENTS SIGNED AND SEALED AS REQUIRED; USE THE
 REQUIRED NAMING CONVENTION FOR EACH DOCUMENT
 4 ONE SET OF TRADITIONAL PAPER DESIGN DOCUMENTS SUBJECT
 TO ADMINISTRATIVE FEES TO DIGITIZE THE DOCUMENTS
  
 ADDITIONAL INFORMATION AND SPECIFIC PROCEDURES WILL BE
 SENT TO YOU WHEN AVAILABLE
  
 FOR THIS THRESHOLD JOB, CONTRACTOR IS RESPONSIBLE FOR
 PROVIDING A SET OF ALL DOCUMENTS TO THE SPECIAL
 INSPECTOR.
  
 4. FS 553.79(5), FBC 2010 110.3.7.1, THE ENFORCING
 AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OR ARCHITECT OF RECORD. PROVIDE A SPECIAL
 INSPECTOR AGREEMENT SIGNED BY ALL PARTIES.
  
 PROVIDE A RESUME OF INSPECTION EXPERIENCE AND COPIES OF
 ALL CERTIFICATES/LICENSES AS APPLICABLE FOR PROPOSED
 INSPECTORS.
  
 PLEASE FEEL FREE TO CONTACT ME OR KEN CONRAD, CHIEF
 BUILDING INSPECTOR, FOR MORE INFORMATION
 ([email protected], 561-805-6666).
  
 5. PROVIDE THE GEOTECHNICAL REPORT REFERRED TO ON SHEET
 S7.1 (TIERRA SOUTH 7/15/14), FBC 2010 BUILDING 1803.5.
  
 6. DOCUMENTS PREPARED BY AN ARCHITECT AND SUBMITTED FOR
 PUBLIC RECORD ARE TO BE SIGNED, SEALED, DATED ORIGINALS
 FS481. THE ARCHITECTURAL SHEETS ARE MARKED *FOR
 REFERENCE ONLY*. THE PAGES PROVIDED ARE REQUIRED
 INFORMATION TO OBTAIN A FOUNDATION PERMIT, FBC 107.
  
 6. THRESHOLD BLDG, REQUIRED STATEMENT:
  
 W.P.B. AMENDMENT 109.3.6.4.4 ALL PLANS FOR THE BUILDING
 WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CONTAIN A STATEMENT
 THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S
 KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE
 APPLICABLE FIRE-SAFETY STANDARDS AS DETERMINED BY THE
 LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633 FLORIDA STATUTE.
  
 PLEASE INCLUDE THE THRESHOLD DESIGN COMPLIANCE
 STATEMENT ON THE ARCHITECTURAL SHEETS (ALREADY ON THE
 ENGINEERING SHEETS).
  
 7. PLEASE INCORPORATE THE FOLLOWING ADVISORY NOTICE
 INTO THE PLAN:
  
 * 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 2010 EDITION
 110.7 IMPACT OF CONSTRUCTION. ALL CONSTRUCTION ACTIVITY
 REGULATED BY THIS CODE SHALL BE PERFORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE CONDITION OF ADJACENT
 PROPERTY, UNLESS SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT GRANTED BY THE
 APPLICABLE PROPERTY OWNER, UNDER TERMS OR CONDITIONS
 AGREEABLE TO THE APPLICABLE PROPERTY OWNER. THIS
 INCLUDES, BUT IS NOT LIMITED TO, THE CONTROL OF DUST,
 NOISE, WATER OR DRAINAGE RUN-OFFS, DEBRIS, AND THE
 STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT LEGAL HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, AND MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE DRAINAGE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS AND OWNERS OF ALL
 NEW RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS,
 POOLS, PATIOS, DRIVEWAYS, DECKS OR SIMILAR ITEMS, ON
 EXISTING PROPERTIES RESULTING IN A SIGNIFICANT DECREASE
 OF PERMEABLE LAND AREA ON ANY PARCEL OR HAS ALTERED THE
 DRAINAGE FLOW ON THE DEVELOPED PROPERTY SHALL, AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED PROFESSIONAL SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 8. ALTHOUGH LOCATION OF PROPOSED GARAGE RELATIVE TO LOT
 LINES AND EXISTING STRUCTURE APPEAR COMPLIANT, IT IS
 NOT POSSIBLE TO DETERMINE CODE COMPLIANCE WITHOUT THE
 INFORMATION REQUESTED BELOW. PLEASE REVISE PLAN TO
 INCLUDE THE FOLLOWING INFORMATION IN ORDER TO
 DEMONSTRATE COMPLIANCE WITH FBC 705.8:
  
 SHOW LOCATION OF ASSUMED PROPERTY LINE (BETWEEN THE
 EXISTING CONVENTION CENTER AND PROPOSED PARKING
 GARAGE); PLEASE REVISE PLAN TO SHOW DISTANCE OF EACH
 BUILDING TO THE ASSUMED PROPERTY LINE (FBC 705.3)
  
 BUILDING CONSTRUCTION TYPE (FBC 602) AND OCCUPANCY
 CLASSIFICATION OF EXISTING CONVENTION CENTER AND
 PROPOSED PARKING GARAGE
  
 SPRINKLER INFORMATION FOR EXISTING CONVENTION CENTER
 AND PROPOSED PARKING GARAGE (FBC TABLE 503)
  
 9. SCOPE UNDER THIS FOUNDATION PERMIT PER CONTRACTOR
 INCLUDES VIBROFLOTATION, EXCAVATION OF LOWER LEVEL,
 CONCRETE WORK FOR FOOTINGS, ELEVATOR PITS, FOUNDATION
 WALL AND FIRST LIFT OF COLUMNS. A TRENCH DRAIN IS SHOWN
 ON S1B WITH A REFERENCE TO ARCHITECTURAL SHEETS, IS
 THIS ALSO IN THE SCOPE OF THIS PERMIT? IF INCLUDED,
 PROVIDE A DETAIL, FBC 107. IF NOT INCLUDED, DISREGARD
 COMMENT.
  
 10. PLEASE PROVIDE COMPLIANCE IN CREATING A SECURE SITE
 AND IN COMPLIANCE WITH 3306.1 PROTECTION OF PEDESTRIANS
 AND 3306.5 AND 3306.6 BARRIERS.
  
 11. SHEET S7.1, SEVERAL REFERENCE STANDARDS REFER TO
 *LATEST EDITION*. SEE FBC CHAPTER 35 AND REVISE TO
 INDICATE THE STANDARD VERSION USED FOR DESIGN. IF A
 STANDARD USED IN THE DESIGN OF THIS STRUCTURE IS NOT
 THE STANDARD SPECIFIED BY FBC CHAPTER 35, THIS SHOULD
 BE SUBMITTED USING FBC 104.11, ALTERNATIVE MATERIALS
 AND METHODS. PLEASE CONTACT ME IF YOU NEED FURTHER
 ASSISTANCE.
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2015-06-30 Cont ID  
Sent By dhayes Date 2015-06-30 Time 12:22 Rev Time 0.00
Received By dhayes Date 2015-06-30 Time 10:35 Sent To  
Notes
2015-06-30 12:21:14 
  
Review Stop E ELECTRICAL
Rev No 2 Status N Date 2015-04-21 Cont ID  
Sent By rlecky Date 2015-04-14 Time 13:24 Rev Time 0.00
Received By rlecky Date 2015-04-14 Time 13:02 Sent To  
Notes
2015-04-14 13:25:282ND REVIEW
  
 PER RANDY SHURR THEY ARE NOT DOING ANY ELECTRICAL WORK
 AT THIS PHASE OF CONSTRUCTION. SEE EMAIL IN FILE. RL
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2015-02-10 Cont ID  
Sent By rlecky Date 2015-02-10 Time 12:08 Rev Time 0.00
Received By rlecky Date 2015-02-10 Time 11:57 Sent To  
Notes
2015-02-10 12:09:00NO ELECTRICAL PLANS HAVE BEEN SUBMITTED FOR THIS
 PORTION OF CONSTRUCTION. RL
Review Stop ENG ENGINEERING CSD
Rev No 5 Status N Date 2015-06-22 Cont ID  
Sent By cranford Date 2015-06-22 Time 10:17 Rev Time 0.00
Received By cranford Date 2015-06-22 Time 10:17 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2015-06-22 Cont ID  
Sent By cranford Date 2015-06-22 Time 10:16 Rev Time 0.00
Received By cranford Date 2015-06-22 Time 10:16 Sent To  
Notes
2015-06-22 10:16:51SEE E15040015 FOR CIVIL APPROVAL
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2015-05-22 Cont ID  
Sent By cranford Date 2015-05-22 Time 11:07 Rev Time 0.00
Received By cranford Date 2015-05-22 Time 09:05 Sent To  
Notes
2015-05-22 11:02:051. PLEASE CONNECT THE FIRE RISER DRAIN TO THE SANITARY
 SYSTEM RATHER THAN THE STORMWATER SYSTEM. PER NFPA
 STANDARDS: WHERE IT IS NOT POSSIBLE TO DISCHARGE
 OUTSIDE OF THE BUILDING WALL, THE DRAIN SHOULD BE PIPED
 TO A SUMP, WHICH IN TURN SHOULD DISCHARGE BY GRAVITY OR
 BE PUMPED TO A WASTE WATER DRAIN OR SEWER.
  
 2. VERIFY THAT THE PEAK FLOWS FROM THE VARIOUS SUMP
 PUMPS (DRAINAGE AND SEWER) HAVE BEEN INCLUDED IN THE
 SANITARY SEWER AND STORMWATER DESIGN CALCULATIONS FROM
 THE SITE.
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2015-05-07 Cont ID  
Sent By cranford Date 2015-05-07 Time 12:48 Rev Time 0.00
Received By cranford Date 2015-05-07 Time 12:36 Sent To  
Notes
2015-05-07 12:47:57LAND STABILIZATION / EROSION CONTROL BOND TO BE
 SUBMITTED PRIOR TO CONDUCTING ANY LAND DISTURBING
 ACTIVITIES. TO BE SUBMITTED UNDER ENGINEERING
 DEVELOPMENT APPROVAL E15040015.
  
 PER ANGELA JONES - OK TO APPROVE PRIOR TO SITE PLAN
 APPROVAL. LOCATION OF BUILDING HAS BEEN FINALIZED.
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2015-03-03 Cont ID  
Sent By cranford Date 2015-03-03 Time 11:41 Rev Time 0.00
Received By cranford Date 2015-03-03 Time 11:36 Sent To  
Notes
2015-03-03 11:41:28ENGINEERING DEPT COMMENTS
  
 1. AS MENTIONED DURING THE PPRC REVIEW, AN ENGINEERING
 DEVELOPMENT PERMIT APPLICATION IS REQUIRED FOR THIS
 PROJECT. THIS IS A CONCEPTUAL LEVEL REVIEW. TECHNICAL
 DETAILS OF THE WATER, SEWER, STORMWATER, TRAFFIC
 CIRCULATION, AND SOLID WASTE COLLECTION WILL BE
 REVIEWED AS PART PART OF THE ENGINEERING DEVELOPMENT
 APPROVAL AND BUILDING PERMIT APPLICATION PROCESSES. THE
 ENGINEERING DEVELOPMENT APPROVAL APPLICATION FORMS CAN
 BE DOWNLOADED AT
 HTTP://WPB.ORG/ENGINEERING/FORMS-AND-PUBLICATIONS/
  
 2. CONDITIONS OF FORMAL SITE PLAN APPROVAL MUST BE MET
 PRIOR TO BUILDING PLAN APPROVAL. PLEASE PROVIDE A COPY
 OF THE SITE PLAN APPROVAL LETTER.
  
 3. PLEASE DEMONSTRATE THAT THE PROJECT WILL PROVIDE
 ADEQUATE DRAINAGE AND STORMWATER MANAGEMENT. COMPLIANCE
 WITH CHAPTER 40E-4 WILL DEMONSTRATE COMPLIANCE WITH
 THIS PROVISION [SECTIONS 90-201, 94-35(C )(11), AND
 94-307].
  
 KELLY CRANFORD, P.E.
 LAND DEVELOPMENT ENGINEER
 PUBLIC WORKS DEPARTMENT
 CITY OF WEST PALM BEACH
 [email protected]
 561-494-1098 (OFFICE)
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2015-06-29 Cont ID  
Sent By pleduc Date 2015-06-26 Time   Rev Time 0.00
Received By pleduc Date 2015-06-26 Time 15:02 Sent To  
Notes
2015-06-26 15:16:31THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 THIS REVIEW APPROVAL IS FOR THE FOUNDATION ONLY.
  
 THE REQUIREMENT OF A FULL SPRINKLER SYSTEM ON ALL
 FLOORS REMIANS UNDER REVIEW AND IS NOT APPROVED UNDER
 THIS PERMIT.
  
 THE LIFE SAFETY GENERAL INFORMATION ON SHEET AS000 HAS
 NOT BEEN FULLY REVIEWED AND/OR APPROVED BY FIRE
 PREVENTION REGARDING "OPEN" OR "CLOSED" EXTERIOR WALL
 OPENINGS. GREATER DETAIL AND EXPLANATION IS NEEDED FOR
 THE EXTERIOR WALL COVERINGS AND THEIR COMPLIANCE WITH
 THE REQUIREMENTS OF THE FLORIDA LIFE SAFETY CODE, NFPA
 101 CHAPTER 42, NFPA 88A AND IT'S A HIGHRISE BUILDING.
  
 PER NFPA 88A -
 5.5 OPENING REQUIREMENTS FOR OPEN PARKING STRUCTURES.
 5.5.1 EACH PARKING LEVEL SHALL HAVE WALL OPENINGS OPEN
 TO THE
 ATMOSPHERE, FOR AN AREA OF NOT LESS THAN 0.4 M2 FOR
 EACH LINEAR
 METER (1.4 FT2 FOR EACH LINEAR FOOT) OF ITS EXTERIOR
 PERIMETER.
  
 PROVIDE DETAILS THAT THE PROPOSED DESIGN ON EACH TEIR
 COMPLIES BEFORE AND THEN AFTER THE FACADE IS APPLIED.
  
 5.5.2 SUCH OPENINGS SHALL BE DISTRIBUTED OVER 40
 PERCENT OF
 THE BUILDING PERIMETER OR UNIFORMLY OVER TWO OPPOSING
 SIDES.
  
 PROVIDE DEATILS THAT THE PROPOSED DESIGN ON EACH WALL
 BEFORE AND THEN AFTER THE FACADE IS APPLIED.
2015-06-15 14:27:00NEW DRAWINGS SUBMITTED. JG.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2015-05-20 Cont ID  
Sent By pleduc Date 2015-05-20 Time   Rev Time 0.00
Received By pleduc Date 2015-05-20 Time 15:18 Sent To  
Notes
2015-05-20 16:25:27THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 THIS REVIEW APPROVAL IS FOR THE FOUNDATION ONLY.
  
 THE REQUIREMENT OF A FULL SPRINKLER SYSTEM ON ALL
 FLOORS REMIANS UNDER REVIEW AND IS NOT APPROVED UNDER
 THIS PERMIT.
  
 THE LIFE SAFETY GENERAL INFORMATION ON SHEET AS000 HAS
 NOT BEEN FULLY REVIEWED AND/OR APPROVED BY FIRE
 PREVENTION REGARDING "OPEN" OR "CLOSED" EXTERIOR WALL
 OPENINGS. GREATER DETAIL AND EXPLANATION IS NEEDED FOR
 THE EXTERIOR WALL COVERINGS AND THEIR COMPLIANCE WITH
 THE REQUIREMENTS OF THE FLORIDA LIFE SAFETY CODE, NFPA
 101 CHAPTER 42, NFPA 88A AND IT'S A HIGHRISE BUILDING.
  
 PER NFPA 88A -
 5.5 OPENING REQUIREMENTS FOR OPEN PARKING STRUCTURES.
 5.5.1 EACH PARKING LEVEL SHALL HAVE WALL OPENINGS OPEN
 TO THE
 ATMOSPHERE, FOR AN AREA OF NOT LESS THAN 0.4 M2 FOR
 EACH LINEAR
 METER (1.4 FT2 FOR EACH LINEAR FOOT) OF ITS EXTERIOR
 PERIMETER.
  
 PROVIDE DETAILS THAT THE PROPOSED DESIGN ON EACH TEIR
 COMPLIES BEFORE AND THEN AFTER THE FACADE IS APPLIED.
  
 5.5.2 SUCH OPENINGS SHALL BE DISTRIBUTED OVER 40
 PERCENT OF
 THE BUILDING PERIMETER OR UNIFORMLY OVER TWO OPPOSING
 SIDES.
  
 PROVIDE DEATILS THAT THE PROPOSED DESIGN ON EACH WALL
 BEFORE AND THEN AFTER THE FACADE IS APPLIED.
2015-05-19 10:38:50NEW PLANS SUBMITTED. JG.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2015-04-13 Cont ID  
Sent By pleduc Date 2015-04-13 Time   Rev Time 0.00
Received By pleduc Date 2015-04-13 Time 15:17 Sent To  
Notes
2015-04-13 16:43:00THIS PLAN WAS REVIEWED AND APPROVED BY PETER LEDUC,
 FIRE MARSHAL, WITH THE FOLLOWING COMMENTS:
  
 THIS REVIEW APPROVAL IS FOR THE FOUNDATION ONLY.
  
 THE REQUIREMENT OF A FULL SPRINKLER SYSTEM ON ALL
 FLOORS REMIANS UNDER REVIEW AND IS NOT APPROVED UNDER
 THIS PERMIT.
  
 THE LIFE SAFETY GENERAL INFORMATION ON SHEET AS000 HAS
 NOT BEEN FULLY REVIEWED AND/OR APPROVED BY FIRE
 PREVENTION REGARDING "OPEN" OR "CLOSED" EXTERIOR WALL
 OPENINGS. GREATER DETAIL IS NEEDED FOR THE EXTERIOR
 WALL COVERINGS AND THEIR COMPLIANCE WITH THE
 REQUIREMENTS OF THE FLORIDA LIFE SAFETY CODE, NFPA 101
 CHAPTER 42, NFPA 88A AND IT'S A HIGHRISE BUILDING.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2015-01-29 Cont ID  
Sent By pleduc Date 2015-01-29 Time   Rev Time 0.00
Received By pleduc Date 2015-01-29 Time 13:49 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2015-06-30 Cont ID  
Sent By dhayes Date 2015-06-30 Time 12:23 Rev Time 0.00
Received By dhayes Date 2015-06-12 Time 14:32 Sent To  
Notes
2015-06-15 14:32:36SENT TO C31 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-06-02 Cont ID  
Sent By shill Date 2015-06-02 Time 11:27 Rev Time 0.00
Received By shill Date 2015-05-19 Time 10:37 Sent To  
Notes
2015-05-19 10:38:13RE-SUBMITTAL SENT TO C27 SHELF FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-05-07 Cont ID  
Sent By cranford Date 2015-05-07 Time 12:52 Rev Time 0.00
Received By cranford Date 2015-03-27 Time 14:08 Sent To  
Notes
2015-04-09 14:09:07****EXPEDITED****
 C25
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-03-03 Cont ID  
Sent By cranford Date 2015-03-03 Time 11:41 Rev Time 0.00
Received By cranford Date 2015-01-21 Time 08:18 Sent To  
Notes
2015-01-23 08:34:50C06
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2015-02-10 Cont ID  
Sent By shill Date 2015-02-10 Time 17:27 Rev Time 0.00
Received By shill Date 2015-01-31 Time 14:02 Sent To  
Notes
2015-02-12 09:28:19COUNTY OWNED - SEE COPY OF EMAIL FROM WILLIE SWOPE,
 PALM BEACH COUNTY
 NO IMPACT FEE ASSESSMENT REQUIRED
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2015-02-11 Cont ID  
Sent By hmoser Date 2015-02-11 Time 16:32 Rev Time 0.00
Received By hmoser Date 2015-02-11 Time 16:32 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2015-06-30 Cont ID  
Sent By tklarge Date 2015-06-30 Time 06:30 Rev Time 0.00
Received By tklarge Date 2015-06-29 Time 13:24 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2015-05-23 Cont ID  
Sent By tklarge Date 2015-05-23 Time 06:03 Rev Time 0.00
Received By tklarge Date 2015-05-21 Time 10:38 Sent To  
Notes
2015-05-23 06:03:491) SHT. F-PP110C - THE STORM DRAIN AT GRIDLINE F7 IS
 SHOWN AS 10" (8300 SQ.FT.) AND AS AN 8" STORM DRAIN ON
 SHT.F-PP402. CLARIFY.
 2) SHT. F-PP402 SHOWS 2" DRAINS FROM THE AUTOMATIC FIRE
 SPRINKLER SYSTEM DISCHARGING INTO THE STORM DRAINAGE
 SYSTEM. THIS ARRANGEMENT APPEARS IN SEVERAL LOCATIONS
 AND ON SEVERAL PAGES.THE SPRINKLER SYSTEM CANNOT
 DISCHARGE TO THE STORM DRAINAGE SYSTEM PER CITY OF WPB
 CODE OF ORDINANCES ARTICLE V, SEC.90-203.
 3) SHT.F-PP402 - THERE IS A HORIZONTAL 4" ST NEAR
 GRIDLINE D-12 THAT JUST ENDS AND CONNECTS TO NOTHING.
 MAY BE TYPO. CLARIFY.
 4) SHT. F-PP402 - 4" ST UP TO GROUND LEVEL NOT SHOWN ON
 PLAN F-PP110A BETWEEN COLS."C" & "D" AND "12" & "13".
 CLARIFY.
 5) SHT.F-PP402 - 10" ST SHOWN ON SHEET F-PP402 BY
 ELEVATORS #1 & #2 BUT NOT ON F-PP110A. CLARIFY.
 6) SHT. F-PP110A & SHT. F-PP110B SHOWS HUB DRAINS IN
 STAIRWELLS #1 & #2.THESE STAIRWELLS APPEAR TO BE RATED
 ENCLOSED STAIRS. THE HUB DRAINS ARE NOT PERMITTED IN
 THE STAIRWELLS PER THE 2010 FBC SEC.1022.4.
 7) SHT. F-PP110A - PROVIDE A MATCH LINE REFERENCE AT
 THE BOTTOM OF THE PAGE SOUTH OF COLUMN LINE #8. WPB
 AMEND. TO 2010 FBC SEC. 107.2.1.
 8) SHT.F-PP120A - SHOW THE DISCHARGE POINT OF THE 2"
 SANITARY PUMP LINE OR REFER TO THE DRAWING WHERE IT CAN
 BE FOUND. WPB AMEND. TO 2010 FBC SEC. 107.2.1.
 9) SHT. F-PP401 - IDENTIFY THE AREAS ON THE CONDENSATE
 RISERS WHERE THEY ARE LOCATED, THE AHU'S ARE NOT SHOWN
 ON THE PLAN. DO THE SAME ON THE PLAN VIEWS. WPB AMEND.
 TO 2010 FBC SEC. 107.2.1.
 10) SHT. F-PP401 - EXPAND THE SANITARY RISER FOR THE
 TOILET ROOM SO I CAN REVIEW IT. IT IS CRAMMED AND
 DIFFICULT TO READ. LABEL THE PLUMBING FIXTURES.WPB
 AMEND. TO 2010 FBC SEC. 107.2.1.
 11) THE EJECTOR CONNECTION TO THE SANITARY SYSTEM SHALL
 CONNECT A MINIMUM OF 10 FEET FROM THE BASE OF ANY STACK
 PER 2010 FBC- PLUMBING SEC.712.3.5.
 12) SHT. F-PP120B - COLUMN 12E NOTES 3/4" CW DN. BUT
 NOTHING IS SHOWN. CLARIFY.
 13) SUBMIT A WATER RISER DIAGRAM FOR ALL THE WATER
 PIPING TO BE DONE. WPB AMEND. TO 2010 FBC SEC.
 107.3.5.1.3.
 14) ALL HUB DRAINS AND FLOOR DRAINS CONNECTED TO THE
 SANITARY SYSTEM SHALL BE EQUIPPED WITH TRAP PROIMERS
 PER 2010 FBC-PLUMBING SEC.100.2.4. THIS INCLUDES THE
 ONE S FOR THE ELEVATORS SUMPS.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 2 Status F Date 2015-04-23 Cont ID  
Sent By tklarge Date 2015-04-23 Time 11:01 Rev Time 0.00
Received By tklarge Date 2015-04-23 Time 03:32 Sent To  
Notes
2015-04-23 11:01:291) SHT.F-PP 402 SHOWS SUMP PUMPS IN THE ELEVATOR
 SHAFTS. THE SUMP PUMPS SHALL BE INDIRECTLY CONNECTED TO
 THE PLUMBING SYSTEM PER THE 2010 FPC SEC. 301.6 AND
 COMPLY WITH SECTION 1003.4.
 2) SUBMIT A DETAIL AND SIZING CALCULATIONS FOR THE OIL
 SEPARATOR.COMPLY WITH 2010 FPC SEC. 1004.4.2.1.
 3) SHT. F-PP110 REFERS TO SHT.F-PP401. THERE IS NO SUCH
 SHEET IN THIS SET OF PLANS. CLARIFY.
 4) SUBMIT DETAILS ON THE PUMPS IN THE ELEVATOR SHAFTS,
 THE STORM DRAIMAGE AN`D THE SEWAGE PUMPS. WPB AMEND.TO
 2010 FBC SEC. 107.2.1.
 5) THERE IS AN 8" STORM DRAIN NEAR GRID LINE D2 THAT IS
 SHOWN ON F-PP402 BUT IS NOT SHOWN ON PLAN. CLARIFY.
 6) SHT. F-PP110 A - AS DRAWN, IT APPEARS THAT THE PUMP
 DISCHARGE FROM THE ELEVATOR SUMPS ARE PUMPING AGAINST
 EACH OTHER. CLARIFY.
 7) SUBMIT A SEPARATE RISER FOR THE UNDERGROUND
 CONDENSATE AND FOR THE SANITARY. THE PIPING ON SHT.
 F-PP402 IS CRAMMED SO CLOSE TOGETHER IT IS ALMOST
 IMPOSSIBLE TO REVIEW. EXPAND THE PIPING DIAGRAM SO A
 COMPREHENSIVE REVIEW CAN BE PEFORMED. DO THE SAME FOR
 THE SANITARY PIPING ALSO.
 WPB AMEND.TO 2010 FBC SEC. 107.2.1.
 8) SHOW THE LOCATION OF THE OIL INTERCEPTOR ON THE PLAN
 VIEW DRAWING. WPB AMEND.TO 2010 FBC SEC. 107.2.1.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2015-01-29 Cont ID  
Sent By tklarge Date 2015-01-29 Time 10:52 Rev Time 0.00
Received By tklarge Date 2015-01-29 Time 09:39 Sent To  
Notes
2015-01-29 10:57:05!) SUBMIT A PLUMBING RISER DIAGRAM FOR THE FLOOR DRAIN
 SYSTEM BEING INSTALLED IN THE GARAGE. WPB AMEND. TO
 2010 FBC SEC.107.1.2.1, 107.3.5.1.3.
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status P Date 2015-06-15 Cont ID  
Sent By shill Date 2015-06-15 Time 14:23 Rev Time 0.00
Received By shill Date 2015-06-12 Time 17:32 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2015-06-02 Cont ID  
Sent By shill Date 2015-06-02 Time 11:12 Rev Time 0.00
Received By shill Date 2015-06-02 Time 11:12 Sent To  
Notes
2015-06-02 11:12:30SEE BUILDING COMMENT #1
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2015-05-04 Cont ID  
Sent By shill Date 2015-05-04 Time 07:27 Rev Time 0.00
Received By shill Date 2015-05-04 Time 07:27 Sent To  
Notes
2015-05-04 07:28:035/4 PENDING RECEIPT OF CONTRACTOR'S RESUME
 TO BE APPROVED BY KCONRAD
 ONE SET ON SH DESK
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2015-01-31 Cont ID  
Sent By shill Date 2015-01-31 Time 13:08 Rev Time 0.00
Received By shill Date 2015-01-31 Time 13:08 Sent To  
Notes
2015-01-31 14:01:54****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. INFORMATIONAL ONLY - A COPY OF THE THRESHOLD
 INSPECTION PLAN PREPARED BY THOMAS J. ROGERS, PE,
 ONM&J, HAS BEEN ROUTED TO KEN CONRAD, CHIEF BUILDING
 INSPECTOR.
  
 2. FS 553.79(5), FBC 2010 110.3.7.1, THE ENFORCING
 AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING PURSUANT
 TO A STRUCTURAL INSPECTION PLAN PREPARED BY THE
 ENGINEER OR ARCHITECT OF RECORD. PROVIDE A SPECIAL
 INSPECTOR AGREEMENT SIGNED BY ALL PARTIES.
  
 PROVIDE A RESUME OF INSPECTION EXPERIENCE AND COPIES OF
 ALL CERTIFICATES/LICENSES AS APPLICABLE FOR PROPOSED
 INSPECTORS.
  
 PLEASE FEEL FREE TO CONTACT ME OR KEN CONRAD, CHIELF
 BUILDING INSPECTOR, FOR MORE INFORMATION
 ([email protected], 561-805-6666).
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2015-06-26 Cont ID  
Sent By eschneid Date 2015-06-26 Time 16:44 Rev Time 0.50
Received By eschneid Date 2015-06-26 Time 16:23 Sent To  
Notes
2015-06-15 14:32:06NEW DRAWING SUBMITTED. JG.
Review Stop Z ZONING
Rev No 3 Status P Date 2015-05-26 Cont ID  
Sent By eschneid Date 2015-05-26 Time 17:41 Rev Time 0.50
Received By eschneid Date 2015-05-26 Time 16:58 Sent To  
Notes
2015-05-19 10:39:44NEW PLANS SUBMITTED. JG.
Review Stop Z ZONING
Rev No 2 Status P Date 2015-04-17 Cont ID  
Sent By eschneid Date 2015-04-17 Time 12:28 Rev Time 0.75
Received By eschneid Date 2015-04-17 Time 11:58 Sent To  
Notes
2015-04-17 12:30:47THIS APPROVAL IS ONLY FOR THE FOUNDATION. THE SITE
 PLAN, ELEVATIONS AND CONSTRUCTION LAYOUT ARE NOT
 APPROVED BY THIS PERMIT.
  
  
Review Stop Z ZONING
Rev No 1 Status F Date 2015-02-06 Cont ID  
Sent By eschneid Date 2015-02-06 Time 15:29 Rev Time 0.00
Received By eschneid Date 2015-02-06 Time 15:29 Sent To  
Notes
2015-02-06 15:30:33FAILED
  
 THE SITE PLAN FOR THIS PROJECT HAS NOT BEEN APPROVED.
 ZONING WILL REIVEW ONCE THE SITE PLAN HAS BEEN
 APPROVED.
2015-02-02 16:06:012/2/15


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